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Wind Loads Wind Loads Help XPELWL <br /> Ridge Elevation 20.25 ft XPELBD <br /> Eave Height 9.5 ft <br /> Mean Roof Height, h 14.875 ft <br /> Least Horizontal Dimension, LHD 42 ft <br /> Transverse Direction Longitudinal Direction (WW) <br /> B Dimension 42 ft B Dimension 70 ft <br /> L Dimension 70 ft L Dimension 42 ft <br /> End Zone, 2a 8.4 ft End Zone, 2a 8.4 ft <br /> Transverse Direction (WW) Longitudinal Direction (WW) <br /> Roof Pitch 6 :12 Roof Pitch 6 :12 <br /> LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area <br /> (sq ft) (Horiz Proj) (sq ft) (Horiz Proj) <br /> • 1 <br /> 1 115 sq ft 150 sq ft 1 350 sq ft 550 sq ft <br /> Transverse Direction (LW) Longitudinal Direction (LW) <br /> Roof Pitch 6 :12 Roof Pitch 6 :12 <br /> LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area <br /> (sq ft) (Horiz Proj) (Sq ft) (Horiz Proj) <br /> 1 115 sq ft 150 sq ft 1 350 sq ft 550 sq ft <br /> Wind Variables XPELWV <br /> Basic Wind Speed,V 98 mph Topographic Factor,Kzt 1.00 <br /> Directionality Factor, Kd 0.85 Velocity Pres.Exp.Coeff.Kz 0.57 <br /> Gust Effect Factor, Gf 0.85 Velocity Pressure,q„ 11.74 psf <br /> Ground Elevation Factor,Ke 0.99 <br /> Main Wind Force Resisting System - Diaphragm Design Loads XPEMWF <br /> 2016 Envelope Procedure <br /> Direction Transverse Longitudinal <br /> SUM 3040 10000 <br /> Load Case T-16psf L-16psf <br /> 1 3040 10000 <br /> 220207_SSSlateral (LOT4)_221010_API_ WF(2) <br />